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ROOF FRAMING NOTES: _ _ � � <br /> �� <br /> 1. SEE SHEET S0.01 FOR STRUCTURAL NOTES.SEE SHEET S0.03 FOR TESTWG AND � � ��a � <br /> 6 7 $ 8,5 9 9.5 "I O 'I O.5 'I� INSPECTION NOTES.SEE SHEET S0.05 FOR TYPICAL DETAILS. O �N� ' <br /> \ � � . <br /> 2. STEEL JOIST DESIGNATION IS SHOWN AS TOTAL LOAD IN POUNDS PER FOOT OVER THE LIVE �1� a`�'� <br /> � LOAD IN POUNDS PER FOOT. t./ o�� � <br /> CANOPY BELOW TOP OF DECK O w�� <br /> TYP AT PER 3 TYP BTWN SHTG ELEV 3. JOIST GIRDER LOAD DESIGNATION IS SHOWN AS TOTAL LOAD IN KIPS OVER LIVE LOAD IN Z �°o <br /> � JOIST , „ , , S 7.0 1 JOIST 2 8'-0" KIPS ON EACH PANEL POINT. � � ��� <br /> I 2 8'-0" 2 8'-0" <br /> 2 8'-0" 28'-0° 28'-0" 28 -0 28 -0' 3 - =N� <br /> S 4.0 1 S 4.0 1 4. AT EACH COLUMN SUPPORTING JOIST GIRDERS,STEEL JOIST MANUFACTURER SHALL (n M W� <br /> MATCH THE BEARING DEPTH OF ALL JOIST GIRDERS FRAMING INTO COLUMN. � L.LJ z� <br /> ��.._ _... : � ... .___.. ,, : � <br /> , _,-__.�� ,� __._.�..� .,_._ _�_ ...___---�_ _--_ ,_--___.�.._�____ .....�u�.,: ,.>---_ _ ' __.�.. , � _.___,,.�w...__....� ... _r._ _ Q <br /> � _ <br /> � <br /> - .._. , , ; _.�._ ...__-, <br /> ...,...,....,.. � .'. ; .� ./" ,. -,_.�,.,. �.. �� -� �`� � �� :'� : : ;'�� ,' .'"� N <br /> - . . .._..._...,.... ......,.. . S ............, ..........r:_....:: ,. �, .. ,. �� . ', , i- ,: , ,.� .,.. ..: . . i ; i . . . <br /> . . ............. , .._....- � ' � . . / .,; . ; � , ; .�' ,' ' ' •� ,' . .�._.,,._.- � <br /> � � ....,..... .........._. . . .. ./ . .. .._.....__... i � / ' , , . .. . ; � ; ,. .- ............. . F " � � .' ' � - ,s -. � . . <br /> __�-_- _4 x4�14 L 4 x 4 114 , >'- � , , 5 AT EACH JOIST GIRDER/WIDE FLANGE BEAM SUPPORTING STEEL JOISTS,STEEL JOIST <br /> _.. ......_.._ L4x4x:114 L4x4x114 L4x4x114 _._.L 1 , , ,� , <. , :� ; : , , , , / ; , i , , , , ,, <br /> 14 ._.�-.- L4x4x114 <br /> 14 L4x4x1/4 L4x4x1/4 L4x4x / �� _._._. _.. .__ , : , - ; , , ..._..�� :: , ; ; , : , � , .::.. ..;�- r , ; /y, - , <br /> , , , , ,, , ._.�.. , , , , ; , - .�.__, � ; , ,� ;� <br /> ___._... .__,_�..� �.....� _�.�.._.�._ , _._. , i . ....� , � . , , , ,', LL I FRAMING I JOIST <br /> _ <br /> _...,_.._..�_ -- THE BEARING DEPTHS 0 JO <br /> .. _.___..<. __� , ; ° ; , ; , , : '" ; � � µ% <br /> __..._ �__. _ , <br /> , . ; ! , , .>.:_. _. ,. ; , .,- _,,�.-, :, , ,� :. , , , , , MANUFACTURER SHALL MATCH F A STS NTO � '� <br /> _ .�....,r.. ., _._._._.._ - , ; , , -_-,. � - <br /> � , , <br /> � <br /> , , _�.._._, <br /> ._.. __�.�_._���_ f ,� , , , , , , , : ,. , ; , ; , <br /> ...� , , , , , _...,_. ; , ; ; ' . <br /> _.___..._._ ..._..�.�_.._. ; , , , , , , , ' ;'� <br /> , <br /> �..�. ; ' � GIRDEWV�JIDE FLANGE BEAM. '� � . <br /> ,� / �' '""' <br /> 'f„' <br /> . . . . i"� i i� 1� <br /> ( "� i �F: <br /> ; �' ,� �: � <br /> �`' �' i" � ;'' � ;' � ; ' % ' i . �` �' . � <br /> , ,r i :� � . <br /> i , / , � ; , � ,�:� <br /> / r' i , - L <br /> �' .' TA DARD BEARI G HEIGHTS STEE <br /> / � ;' �' 6. STEEL JOISTS AND JOIST GIRDERS MAY HAVE NON S N N <br /> . I /� / . ��/� /�� � % �/ . . '.� . .�' <br /> . . . . '� / "-� i /�� �� ,i-��/ i .. <br /> . . . . - % / � � � '�� ��' '/ �i� ..:,£� 1 -���. <br /> . . . . . . . � /�� : ,� �/ / ." / ,..'� ,-.' / i . . <br /> � '�/� % i �%' ' ; / : - / �' G S T JOIST MANUFACTURER. �n . <br /> ; � � i � ;� � ,' � '�T DETAILER TO COORDINATE HEIGHT OF BEARIN EAT WI H '� <br /> i � ' � /�:' , , ' � N <br /> % .:' ; , /,,'�,, . ' �� , � , i � � i�, , � <� <br /> i i , ; ; ,' :'!:` �;,,', i' ;i ;. ,' / :, ;,, � ' , �. � <br /> ; , ,.� ; � ;. ; ;% , ,'F,, ; / ;� .' : / UNLESS NOTED OTHERWISE STEEL JOISTS SHALL HAVE 5"JOIST BEARING. <br /> ' ' �' ' % / ; � � ' `' �� <br /> ;�' � ;" ; � % j i � <br /> / �� ,' .� <br /> � , a� <br /> , / <br /> i i <br /> . . /_ � f %, . / �/ j' . . . - <br /> . . . . . . � %�� � ' ii , i� , . . <br /> . . . � / . ry�'i (n <br /> ' / <br /> .' % <br /> '� � ' <br /> %� �� %' % EEL <br /> �" . ALL PR VIOE BRID IN F R STEEL JOISTS PER ST <br /> SEE ROOF � � 7. STEEL ROOF JOIST SUPPLIER SH 0 G G 0 = <br /> , `f; �� ,� � L � <br /> ' � , <br /> `��: <br /> , "�/ a� <br /> ;" , <br /> ,. , <br /> '' �' , �: <br /> , i ., �-: <br /> /j <br /> 0 DS <br /> ;,.c Y <br /> S. N ADDIT ON TO L A <br /> C URERS RECOMMENDAT ON i I <br /> E 13�,OR % JOIST INSTITUTE AND MANUFA T I <br /> ; � / � NQT � � �: <br /> ' i� ' � % , i , ' / ., i � r '- <br /> '"�f ' i � : / : � <br /> ,, ; �'� : i .� , � a� � <br /> ;' i i ' ��; ' � ' � , �' �% ; BOTH JOISTS AND BRIDGING SHALL ALSO BE DESIGNED FOR A NET UPLIFT OF 12 L <br /> % REQ TS AT � SHOW N, /� > <br /> I ; / � �` � i ro <br /> / n , <br /> �- /� LJ� <br /> i � ��' ;'� .' �� � <br /> , , , , , , ,- <br /> s ,, ` � / , ,' ,,' ` , , , SHAD�D i� _ __ sf. <br /> 20 GA ASC PROFILES <br /> L5x5x/ � /� ,' ,' p W <br /> 6 f" %� �. / / � � i / � U <br /> i � �'' �" /� �' ^ <br /> � /, RE ION �' f �' <br /> FRAMIN�AT ,, �� , /, _J <br /> '%� � � <br /> ,� � ' f , <br /> _ � J� , , <br /> . ;' <br /> DGB 36 ROOF DECK 3 ; / . , <br /> 1...1.. <br /> ,( ) �- �'� � �'�; , � ; ;� .-"F/ ;�"; <br /> . / - , ' � % 'l �� , � � , C U ER SHALL DESIGN STEEL JOISTS AND JOIST GIRDERS FOR LOADS � _I . <br /> SKYLIGNTS //,� � � -' � - : 8. STEEL JOIST MANUFA T R �,,; <br /> SPAN MIN ATTACH <br /> � l ` ,f' ,." , % .,' , <br /> i` ; i ; , : �; � ; �' , ;, <br /> , �....__. .._..._� � ,'�, , ';; � "' �' , ;, ;, , , .� ; ' ' � ,' i . , r� -,, �- <br /> ----- -�- �,� .� � �� ; � � � - � � DUE TO SPRINKLER SYSTEM. CONTRACTOR SHALL COOROINATE AND PROVIDE JOIST �:s; (I� � � <br /> .., TYP , ; :�' / , , ; -' , � , , j ,; ; � ; / , ; � , �,: -�-+ <br /> PER SCHED-FACTORY , / � i ," i , i ; ` ��' ,' � , ;� n , � <br /> - ; , - '�;'- . c� ; E.5 AD . I T MANUFACTURER <br /> . ; ,= - , , : , , , MANUFACTURER WITH MAGNITUDE AND LOCATION OF LO S JO S C <br /> ,/ , o '�� V,J ^ , ,a' <br /> � i� � <br /> ' i�T � i <br /> ; <br /> PA T WHITE � i :�� <br /> � ' , ;' i �' ,� ' '" , <br /> IN ,, / ; ' , <br /> , <br /> , . ;, ' ; ; ,�;, J , <br /> � ' ' % , ' � ' i q S ALL BID 25010 "ADO LOAD"AT EACH JOIST U.N.O. CONTRACTOR SHALL ATTACH POWT � �' <br /> , <br /> _._ .._._.._..._ ___�._...._. , , , , ; . <br /> _.._ � . , <br /> ,, ; ,..: , ; ,, , ; . , ,,. ' ,, ;,.' fi - i" �� ,' ,' : .. H � W � <br /> , / ; ,� � ��' , ,�' ;. ; , � =8: <br /> ; ,� ; , i f,, , , � , ; �' : ; , , ; . s � � �, � <br /> ; , i � ; � , � , ; , , , .� , ; ,- ,: ;� ,�' `�v ' � LOADS TO JOIST PANEL POINT OR. PROVIDE ADDITIONAL FIELD INSTALLED ANGLE WEB � <br /> , , , � <br /> , ; - , . <br /> , , ,�,! / . , ;% , ; , ; j , ,; , ,� ,: % ',; ," ;' _^� � � <br /> f � j� ; / �,�� REINFORCEMENT. � r ^ <br /> � /; �' �' ,� , , % 'i , � p <br /> , ; , , �a V 1 <br /> ; %' '� ,� ,� ,' i 12 �,' ,:' ,, ,� - <br /> . , <br /> g8, <br /> ,' / . ' ,'0 .- <br /> Q� <br /> : �J,� � �r � � <br /> ;'�i � / U SHALL DESIG STEEL JOISTS AND JOIST GIRDERS FOR ANY '���: <br /> ( �� � ; ;' �, 9. STEEL JOIST MANUFACT RER N � <br /> , � �. <br /> ; ' -'r .�; <br /> � � : <br /> _� M <br /> 1 <br /> ,.' ; �'"�.. � <br /> �: <br /> , �; <br /> N .THE E LOADS �$ <br /> �I' ADDITIONAL SPECIAL LOADS AS INDICATED ON THE STRUCTURAL DRAWI GS S N <br /> , � ;' �' i X , ; �, , i ;� <br /> W � <br /> :�' ," , % .�.:. ; , ,�" :. i , . � <br /> �, S C ORD �£ � <br /> S ALL INCLUDE SNOW DRIFTING MECHANICAL EQUIPMENT AXIAL SEISMIC FORCE H <br /> �� �o, ' ,``�/j�, ' ; � �' �� , H ��p <br /> 36LH 371/250 AT 10 OC Q TYP,UNO ;r , , ,,% � ,; , , ; ,; � ^ , <br /> � � % FORCES ETC. AXIAL LOADS IN JOIST AND GIRDER TOP CHORDS AS INDICATED,SEE � <br /> i i� � � �� , � � W � <br /> � � '� '` DER I T AXIAL LOAD SCHEDULE. � <br /> , , '/ GRI_ IJO S �\ <br /> . . . . �f/ i� �%� �i� / . . . . <br /> . . . . . . / /� ��/ . . . � J � . � <br /> . . . � . / / / . . <br /> � <br /> � . . / / , ��/ �%� 3� V� <br /> . . . / / . � �,�y: ■� '�� r-i <br /> . . . . . .-'��� ,%` . . � <br /> . ' � ,,� f�/ .. / ;' ;"- i . <br /> . . / ��! :` � ;'� . . I� <br /> BOLTS AS <br /> E SHALL LOCATE SIZE AND PROVIDE ERECTION �+ �r; <br /> /� � �% 10. STEEL JOIST MANUFACTUR R s a <br /> f i' � �'' � � <br /> � � <br /> � <br /> �' , �' ,' ,' f"l% � . ; ;' :�' �' .° oo ' <br /> %" � ? � , ; , ;, , i ' ' � ;' fa <br /> / . , , ; �.. ; ; , ;, ' �' ,, ,-' ;% , REQUIRED. STEEL DETAILER SHALL COORDINATE LOCATION OF BOLT HOLES IN ALL CAP PL, .� <br /> i, � / 5 , � � � L � � � � <br /> � / � ,� 1 ; � � <br /> � � �� % . ; ' � ,� ' 02 - 1 2 ��' , 29 -9 112° EMBEDS,ETC. <br /> 29'-91/2" 29 -91I2 ` � � ,'" 29 -9 1/2 S4. '29 9 I ,' S4.02 /�- ' �� S4.01 � � Q � <br /> ,i , � ; �, , , , ' ; � � s <br /> � ' ; / .; � ' � / 53 � ■� , s <br /> , , : ,'� / s3 -° 48G 4N 19.9K: � <br /> s3 48G 5N 20.1K 53 48G 5N 20.1K 53 ,; ; � ; ' 48G 4N 19.9K 1t LOADS DUE TO HIGH LIFT OVERHEAD DOORS HAVE NOT BEEN INDICATED IN THE ROOF � � <br /> 48G 5N 20.1 K , , ,, ;` �' ,' E .� � . <br /> , ,- � ,, % � � ,� ' ,`' ,' ; . % %� IN RE IRED � � <br /> , '� , ; , ; '� ' ,;, , ,, ,' - DESIGN. CONTRACTOR SHA�L COORDINATE SIZE AND LOCATION OF FRAM G QU �� �/ � ; <br /> � ' � ,` , /� ;l ' ' I TO SUPPORT HIGH LIFT DOORS '�'' I..L <br /> 6 �" / � � ' j, ' ;' i' � , � � a <br /> � " , : � � , <br /> L4x4x/ � � � � <br /> S4.01 �� <br /> � '� � " ' � � �� /`/ ', � 12. X'-X"WDICATE TOP OF DECK ELEVATION AT THE LOCATION INDICATED L� ' <br /> np � ' � ''/ i � F- � ' <br /> . j ;-� ; , ; , �;,;: � � o ' <br /> I ; - ; 13. AT SHADED REGION STEEL JOIST MANUFACTURER SHALL DESIGN STEEL JOISTS FOR 1000 � m <br /> , ,-' � � i�, � '�j :' , , � ` LBS POINT LOAD AT ANY TOP OR BOTfOM CHORD PANEL POINT AND STEEL JOIST GIRDERS ; a v a ; <br /> % " ;' ' %"� '/ ' :'�, '� ` � " ' � �� , � FOR 1500 LBS POWT LOADS AT TWO ADJACENT TOP CHORD PANEL POINTS TO ACCOUNT � <br /> ,j, . <br /> ' ' � ' � � �{ ���?����°��� ����� :� � <br /> � �=9 /� , / FOR FUTURE MECHANICAL UNITS. � <br /> �, , j <br /> � . � - . � . . . . . �' � �,,'� /��� ./�,� %��� � .� � % (, � �� . � . . 3��¢�o . ;.�. <br /> %"� 14. SKYLIGHT AND ROOF ACCESS SHALL BE FRAMED WITH L 5 x 5 x%6 UNDER EOGES OF �<�_¢> " <br /> � ' j' , , , � ��� , <br /> '� � � OPENING PER DETAIL 8/S0.05. 3 0�e o" <br /> I , % , �' =�oo��� <br /> . . :/ � � . ¢Fo�W . <br /> , : : �' Q¢ �N x.. . <br /> ' .. , ' . � p wodK� <br /> 36LH371/250AT10 OC �o TYPUNO ' , % � ,- � �� U��-wao , <br /> _. ...._ �� , . '� ' � a <br /> N <br /> , , <br /> , <br /> ____.. ..._ � � <br /> o� <br /> , , ; � Q��� ��`�1',r � y������ � <br /> , , D.5 0 �, �� � W ��>o�^�o <br /> - - - ,,% � �" / / � j; � i' i ��1$. r�2. � zaJa>3� , <br /> , - <br /> , , � <br /> , , <br /> , , , W <br /> ; ; <br /> ; , , <br /> , <br /> �� <br /> .___._..__...__�..___. . ,� / . , "� . . �� /' i . � � . w o F �. <br /> . .�..__.__ ......_..._.. . . :. / . ,: <br /> .....,......_......._._..� ,.___: . . � . . .,' , , . , , / / i ,.+"'� ,'�,'' . i .�� • Q, r-7 p ���N�z a �ri� <br /> ,� i % <br /> , i: . /''�/ �� / /�' � %. ,� � .... . .. � - � r-a � � .-� �, � � F.W v�.. �. . . , <br /> / i�/ / �// '/ % i �O p � ��� a O o o���¢�� <br /> . . . I . . _ ,' /m' � � ! f /��0 . � . � ~I M V�atW Q � . <br /> � �� � �' JG L? � �mowv,m <br /> , . . � % /� , i � Q' . ,�'��C6',� . �'Sq. �,yGJ � v'`_�����" : <br /> � � � � � �� �� �� , . f, � �- � <br /> ( ' : 1 � 4� � m��i�o� R�. <br /> 196 i / � �' � i� 12 � 'c~ S3.02 P =ooN�N= � <br /> j � � <br /> / Q U Q F. <br /> . . . . . e � Z e . <br /> � � � � �� '�� � ,�� ' �� �. � � � � ������ �� <br /> �,, �, , ,"� CANOPY BELOW �o LL F��� � <br /> W �Z K a 3, <br /> � O W f <br /> �, � , ,; ;;, , �� -, 8 PER S7o, ��'"��L JOIST/JOIST o '=�a=a �p <br /> , <br /> � � ��� � <br /> , , �� �a� <br /> % S3.03 <br /> � � % l` � �;�� .;�� � .��� � �',: <br /> , � ; l�' � �, F; �������� <br /> . . - � . . �/ � . ' �.a�a.-.�,.fi°`�:.�:. .,,�rm�.kb�..�.��: >�.�,��.a.:.< <�i <br /> � 5 ; -;� , ; C� � �DER ��►XIAL SEISM C ,. <br /> S4.02 ' � f � ,� 1 '� �' / ,'�' 30'-11° � � <br /> � 30'-11" 30'-11" 30'-11" ,�j 30 -11 S4.02 � ,'/ �,` ; , ���� �7CH E�U �E > . <br /> 48G 5N 20.1 K 53 48G 5N 20.1 K 53 ' 48G 4N 19.9K; 53� � '" ' ,48G 4N 19.9K, 53 > � <br /> � � MARK AXIAL SEISMIC LOAD(ULT) REMARKS S- • <br /> 48G 5N 20.1K e3 ` �� � �,,'� ,�,'�, , �, D ,� � ��'; <br /> � � � � 6 � � % �' /� �;" � ' �'/� � ;� � , �i'�� � OPP�o � � � � O � � � �� <br /> � � 54.01 � � � � �� �� � � ', ' �� %��,' S3.03 �X � � � � N <br /> � � � � � � � '`� ,�' i � ��' � r� � ���;, � 3 E=2,9 KIPS � � � � � � o o� � <br /> � � � ( � � � � � � TYP � � � � �� � � / � � S3.02 � n, <br /> � ���' ��� '��/� ''��� '� �� � � � o <br /> � � � � �� � � � � � � � � � � � � � � , ,%� ;�� �/'� �,� ' �� ' ' �� � � � � �E=10.1KIPS �� `��° � � �V �M N� �: <br /> � ' ; ,% / ' � ' - � , ; � j � , 1� � o (n � �; <br /> � � ,' i ,;' / ,� � ' i � I i' ; �� x� <br /> � � � �/,� / ��' � i � � � /' /' /� � �� �� '' $ ,� o2f � � � � <br /> � � � � � � ��;` �`�, ��' `;',. / � , j�% �� � - S3.03 �4 TYP AT WALL � 12 E=11.7 KIPS � � � <br /> � � �°'� j;' /� � � �' �' S4.01 ANCHORAGE O °' <br /> - � . � . � . . . i�� � �i j' / � � �i i ,� �i / � . � � . � r`. H � . . <br /> � � , �' ,"� � i , ,,, �" ," j ,, ;���� , � 53 E=53.2KIPS �� <br /> . . � � �. . � �� � �� �� � � / �� � ��/ . O . '�-� ,� �s r r�'. � , <br /> � <br /> , � <br /> . � . � � � ,i' �� , ;- :� :�� � � �� .._..._._ . . . <br /> ` / <br /> / <br /> ,� <br /> � . . � . . . :� / ;' ,:.� ;,� ,,! � �/ ;'' /r ./� <br /> , � <br /> ,� <br /> . . . . � � - ,. . , ; ,� � ' � s . . . > <br /> � E=98. IPS <br /> ,� � , , , '�i <br /> , � � <br /> , � � , , , % <br /> i ,�' �' , ,., ' � � % �' 98 2 K <br /> _..... _ ._.. . .�.._ _._�... __.. �� _ ,/ . , ' , � ' �' ''�' ' ,� �// ' ''� ' ' . <br /> % � <br /> 36LH 371/250 AT 10 OC �o TYP UNO � '/ , / C.5 � ��; <br /> , <br /> : <br /> , <br /> ; <br /> - - - , , , / , E-1 KIPS <br /> _^ ,. 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N <br /> � � � <br /> � 2 3 - � ,-� <br /> 3/3Z�� _ ��-O�� � TYP AT JOIST TYP BSTWN JOIST � z <br /> D T A C O M A•SEATTLE•SPOKANE•TRI-CITIES � � � <br /> � �; <br /> 2215 North 30th SUeet,Suite 200 Tacoma,WA 98403 $� c�i) <br /> i1I' _ <br /> . . ' . � . . _ . . . - . . . �� � �F ��� 4 �� ������ ��=.. � . . <br /> 253.383.2422 7E� 253.383.2572 FnX www.ahbl.com �' <br /> �> �c...�,._�� Q �cv:�,:�: � <br /> ' . <br />